Nonconstrained Flagpole Design Formula
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VIEW THE REPLYPublication: Journal of Structural Engineering
Volume 132, Issue 1
Abstract
A formula for the design of the nonconstrained flagpole is presented. This formula provides a direct solution that is close to the result of the Uniform Building Code (UBC). The formula is simple and can be used as an alternative or as a complement to check results using the UBC’s formula.
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References
Bowles, J. E. (1982). Foundation analysis and design, 3rd Ed., McGraw-Hill, New York, 326–330.
International Conference of Building Officials (ICBO). (1997). Uniform building code, Whittier, Calif.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 132 • Issue 1 • January 2006
Pages: 164 - 166
Copyright
© 2006 ASCE.
History
Received: Jun 24, 2002
Accepted: Feb 13, 2004
Published online: Jan 1, 2006
Published in print: Jan 2006
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Notes
Note. Associate Editor: Marc I. Hoit
Authors
Affiliations
Tam Thuc Ha, P.E.
Civil Engineering Association III, Engineering Division, Bureau of Street Services, Dept. of Public Works, City of Los Angeles, 600 S. Spring St., Suite 500, Los Angeles, CA 90014.
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